Development and MASH TL-4 evaluation of TxDOT large-scupper median barrier for flood-prone areas /
Concrete median barriers are designed to mitigate serious cross-median crashes by preventing penetration of errant vehicles into oncoming traffic. When implemented in flood-prone areas, however, solid concrete median barriers can act as a dam to floodwaters, as recently seen in Texas during Hurrican...
Main Authors: | , , , , , , , , , |
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Corporate Authors: | , |
Format: | eBook |
Language: | English |
Published: |
College Station, Texas :
Texas A&M Transportation Institute,
[2021]
|
Series: | Research report (Austin, Tex.) ;
no. 0-6976-R1. |
Subjects: | |
Online Access: | Connect to the full text of this report Connect to the project summary |
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090 | |a HE203 |b .T43 no. 0-6976-R1 | ||
100 | 1 | |a Dobrovolny, Chiara Silvestri, |e author. | |
245 | 1 | 0 | |a Development and MASH TL-4 evaluation of TxDOT large-scupper median barrier for flood-prone areas / |c by Chiara Silvestri Dobrovolny, Ph.D., James C. Kovar, Roger P. Bligh, Ph.D., P.E., Blair A. Johnson, Ph.D., Michael E. Barrett, Ph.D., P.E., Brandon Klenzendorf, Ph.D., P.E., Gregory Hendrickson, M.S., E.I.T., Wanda L. Menges, William Schroeder, Darrell L. Kuhn, P.E. |
246 | 1 | |i Project title: |a Development of concrete median barrier for flood-prone areas | |
264 | 1 | |a College Station, Texas : |b Texas A&M Transportation Institute, |c [2021] | |
264 | 2 | |a Alexandria, Virginia : |b National Technical Information Service | |
300 | |a 1 online resource (xvii, 243 pages) : |b illustrations (some color) | ||
336 | |a text |b txt |2 rdacontent | ||
337 | |a computer |b c |2 rdamedia | ||
338 | |a online resource |b cr |2 rdacarrier | ||
347 | |b PDF | ||
490 | 1 | |a Report ; |v 0-6976-R1 | |
513 | |a Technical report; |b August 2018-August 2020. | ||
536 | |a Performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration |f 0-6976 | ||
500 | |a "Published: June 2021; Revised: October 2021"--PDF image of title page. | ||
520 | 3 | |a Concrete median barriers are designed to mitigate serious cross-median crashes by preventing penetration of errant vehicles into oncoming traffic. When implemented in flood-prone areas, however, solid concrete median barriers can act as a dam to floodwaters, as recently seen in Texas during Hurricane Harvey or in Louisiana and Pennsylvania following severe storms. These severe weather events raise the height of floodwaters and increase the severity of flooding on highways and surrounding roads and communities. In this study, new median barrier options with openings were investigated as a way to reduce flooding. Finite element simulations were used to aid investigation and evaluation of the designs, and laboratory testing was performed to evaluate the hydraulic efficiency of barrier designs in a variety of simulated flood conditions. A concrete single-slope profile median barrier with a large scupper was selected for crash testing following Manual for Assessing Safety Hardware (MASH) Test Level 4 impact conditions and evaluation criteria. The median barrier design was deemed MASH compliant and is ready for implementation in areas susceptible to flooding, with the goals of reducing flooding severity, decreasing associated risk to motorists, and reducing the level of flood damage to both highways and surrounding areas. | |
504 | |a Includes bibliographical references (pages 179-181). | ||
506 | 0 | |a Open access content |f Open access content |2 star | |
588 | 0 | |a Description based on online resource; title from PDF image of title page (TTI, viewed on August 23, 2023). | |
650 | 0 | |a Median strips |x Safety measures |x Testing. | |
650 | 0 | |a Flood damage prevention |z Texas. | |
650 | 0 | |a Roads |x Guard fences |x Impact testing |z Texas. | |
650 | 0 | |a Median strips |x Safety measures |x Computer simulation. | |
650 | 0 | |a Automobiles |x Crash tests |z Texas. | |
650 | 0 | |a Trucks |x Crash tests |z Texas. | |
650 | 7 | |a Median barriers. |2 trt | |
650 | 7 | |a Impact tests. |2 trt | |
650 | 7 | |a Finite element method. |2 trt | |
655 | 7 | |a Technical reports. |2 lcgft | |
700 | 1 | |a Kovar, James C., |e author | |
700 | 1 | |a Bligh, Roger P., |e author. | |
700 | 1 | |a Johnson, Blair A. |c (Transportation researcher), |e author | |
700 | 1 | |a Barrett, Michael E., |e author. | |
700 | 1 | |a Klenzendorf, Brandon, |e author. | |
700 | 1 | |a Hendrickson, Gregory, |e author | |
700 | 1 | |a Menges, Wanda L., |e author. | |
700 | 1 | |a Schroeder, William |c (Transportation engineer), |e author. | |
700 | 1 | |a Kuhn, Darrell L., |e author. | |
710 | 2 | |a Texas A & M Transportation Institute, |e publisher. | |
710 | 1 | |a Texas. |b Department of Transportation. |b Research and Technology Implementation Office, |e sponsoring body. | |
710 | 1 | |a United States. |b Federal Highway Administration, |e sponsoring body. | |
830 | 0 | |a Research report (Austin, Tex.) ; |v no. 0-6976-R1. | |
856 | 4 | 0 | |u http://tti.tamu.edu/documents/0-6976-R1.pdf |z Connect to the full text of this report |t 0 |
856 | 4 | 2 | |u http://tti.tamu.edu/documents/0-6976-PSR.pdf |z Connect to the project summary |
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952 | f | f | |a Texas A&M University |b College Station |c Electronic Resources |d Available Online |t 0 |e HE203 .T43 no. 0-6976-R1 |h Library of Congress classification |
998 | f | f | |a HE203 .T43 no. 0-6976-R1 |t 0 |l Available Online |